Z Sections, U Sections, Straight Web sections, Box piles, Combined walls, driving accessories, durability of sheet piles,watertightness, deculutching detection,delivery conditions...
METRIC/IMPERIAL UNITS • EDITION 2003 GENERAL CATALOGUE 1-11-03-1-E STEEL SHEET PILING • GENERAL CATALOGUE • EDITION 2003 STEEL SHEET PILINGSTEEL SHEE T PILING STEEL SHEET PILING HOT ROLLEDHO T ROLL ED HOT ROLLED Sheet Piling 66, rue de Luxembourg L-4221 Esch-sur-Alzette (Luxembourg) Tel.: (+352) 5313 3105 Fax: (+352) 5313 3290 E-mail: sheet-piling@arcelor.com Internet: www.alc.arcelor.com The data and commentary contained within this steel sheet piling document is for general information purposes only. It is provided without warranty of any kind. Arcelor Long Commercial shall not be held responsible for any errors, omissions or misuse of any of the enclosed information and hereby disclaims any and all liability resulting from the ability or inability to use the information contained within. Anyone making use of this material does so at his/her own risk. In no event will Arcelor Long Commercial be held liable for any damages including lost profits, lost savings or other incidental or consequential damages arising from use of or inability to use the information contained within. Our sheet pile range is liable to change without notice. Realization: ars WERBE GMBH P108972 - 09/03 4 15 28 34 42 48 52 62 65 67 73 CONTENTS Z SECTIONS U SECTIONS STRAIGHT WEB SECTIONS BOX PILES COMBINED WALLS DRIVING ACCESSORIES DURABILITY OF SHEET PILES WATERTIGHTNESS DECLUTCHING DETECTION DELIVERY CONDITIONS BEARING PILES 2 HISTORY The first steel sheet piles rolled in our mills were the ‘Ransome’ and ‘Terre Rouge’ piles in 1911 and 1912. Our production program subsequently underwent constant im- provement and development. ProfilARBED ProfilARBED is the production unit for long products in the ARCELOR Group. ProfilARBED is the world’s first producer of sheet piles and bearing piles and has been playing a leading role in the development of piling technology for many years. For rapid, cost-effective and reliable structures, ProfilARBED produces piling series which are mainly characterized by a good ratio of section modulus to weight and a high moment of inertia. The sheet piles are used in the construction of quays and harbors, locks and moles, bank reinforcement on rivers and canals as well as for protection of excavations on land and in water and, in general, excavation work for bridge abutments, retaining walls, foundation structures, etc. Arcelor Long Commercial Sheet Piling is the sales and marketing company for steel sheet piling and bearing piles produced by ProfilARBED. Our Technical and Marketing Department offers comprehensive services throughout the world and customized support to all involved in the design, specification and installation of sheet and bearing piles, e.g. consulting engineers, architects, regional authorities, contractors and lecturers and their students. 3 HISTORY Sheet piles have been used for much longer than is normally ima- gined. Historically, they have been made of wood, cast-iron, and built-up sections. The era of steel sheet piling started with the introduction of new rolling technologies at the beginning of the 20 th century. ProfilARBED The first big steel sheet pile project was the lock construction in Black Rock Harbor in the United States in 1908. This project used 6600 tons of Lackawanna straight web piles. 1911 Ransome 1912 Terre Rouge 1933 Belval Z (BZ) 1948 Belval P (PBP) 1978 Belval U (BU) 1990 Arbed Z (AZ) 2000 Arbed U (AU) 1979 Arbed Straight Web (AS 500) 1972 HZ for combined walls 4a Z SECTIONS 5a Z SECTIONS CHARACTERISTICS The essential characteristics of the Z sheet pile are the continuous form of the web and the specific location of the interlock symmetrically on both sides of the neutral axis. Both aspects have a positive influence on the section modulus. The AZ series, a combination of a section with extraordinary characteristics and the proven qualities of the Larssen interlock, has the following advantages: – an extremely competitive section modulus-to-mass ratio. – increased inertia, reducing deflection and allowing high-yield steels to be used for the most economi- cal solution. – large width resulting in good installation performance. – good corrosion resistance, the steel being thickest at the critical corrosion points. Section Width Height Thickness Sectional Mass Moment Elastic Static Plastic Class* area of inertia section moment section modulus modulus b h t s lb/ft of lb/ft 2 in in in in in 2 /ft single pile of wall in 4 /ft in 3 /ft in 3 /ft in 3 /ft AZ 12 26.38 11.89 0.335 0.335 5.94 44.42 20.22 132.8 22.3 13.1 26.2 2 33333 AZ 13 26.38 11.93 0.375 0.375 6.47 48.38 22.02 144.3 24.2 14.2 28.4 2 2 2 333 AZ 14 26.38 11.97 0.413 0.413 7.03 52.62 23.94 156.0 26.0 15.3 30.7 22222 3 AZ 17 24.80 14.92 0.335 0.335 6.53 45.96 22.24 231.3 31.0 18.0 36.2 2 2 3333 AZ 18 24.80 14.96 0.375 0.375 7.11 49.99 24.19 250.4 33.5 19.5 39.1 2 2 2 333 AZ 19 24.80 15.00 0.413 0.413 7.74 54.43 26.34 270.8 36.1 21.2 42.3 222222 AZ 25 24.80 16.77 0.472 0.441 8.74 61.49 29.74 382.6 45.7 26.7 53.4 222222 AZ 26 24.80 16.81 0.512 0.480 9.35 65.72 31.79 406.5 48.4 28.5 56.9 222222 AZ 28 24.80 16.85 0.551 0.520 9.97 70.15 33.94 431.6 51.2 30.2 60.5 222222 AZ 34 24.80 18.07 0.669 0.512 11.03 77.61 37.54 576.3 63.8 37.0 74.0 222222 AZ 36 24.80 18.11 0.709 0.551 11.67 82.11 39.73 606.3 67.0 39.1 78.0 222222 AZ 38 24.80 18.15 0.748 0.591 12.33 86.75 41.97 637.7 70.3 41.1 82.2 222222 AZ 46 22.83 18.94 0.709 0.551 13.76 89.10 46.82 808.8 85.5 49.3 98.5 222222 AZ 48 22.83 18.98 0.748 0.591 14.48 93.81 49.28 847.1 89.3 51.6 103.3 222222 AZ 50 22.83 19.02 0.787 0.630 15.22 98.58 51.80 886.5 93.3 54.1 108.2 222222 For minimum steel thicknesses of 0.394 in (10 mm): AZ 13 10/10 26.38 11.95 0.394 0.394 6.76 50.53 22.98 150.0 25.1 14.8 29.6 2222 33 AZ 18 10/10 24.80 14.98 0.394 0.394 7.43 52.28 25.27 260.3 34.8 20.4 40.7 22222 3 For minimum steel thicknesses of 0.5 in (12.7 mm): AZ 26 + 0.5 24.80 16.83 0.531 0.500 9.66 67.94 32.87 419.2 49.8 29.3 58.7 222222 *: Classification according to ENV 1993-5. Class 1 is obtained by verification of the rotation capacity for a class-2 cross-section. A set of tables with all the data required for design in accordance with ENV 1993-5 is available from our Technical Department. S 240 S 270 S 320 S 355 S 390 S 430 t s b b h 6a Z SECTIONS CHARACTERISTICS Section S = Single pile Sectional Mass Moment Elastic Radius of Coating D = Double pile area of inertia section gyration area* modulus in 2 in 4 in 3 in ft 2 /ft AZ 12 Per S 13.05 44.42 lb/ft 292.1 49.1 4.73 2.72 Per D 26.10 88.83 lb/ft 584.3 98.2 4.73 5.41 Per ft of wall 5.94 20.22 lb/ft 2 132.8 22.3 4.73 1.23 AZ 13 Per S 14.21 48.38 lb/ft 317.1 53.1 4.72 2.72 Per D 28.43 96.76 lb/ft 634.3 106.2 4.72 5.41 Per ft of wall 6.47 22.02 lb/ft 2 144.3 24.2 4.72 1.23 AZ 13 10/10 Per S 14.85 50.53 lb/ft 329.6 55.2 4.71 2.72 Per D 29.70 101.06 lb/ft 659.2 110.5 4.71 5.41 Per ft of wall 6.76 22.98 lb/ft 2 150.0 25.1 4.71 1.23 AZ 14 Per S 15.45 52.62 lb/ft 342.8 57.3 4.71 2.72 Per D 30.91 105.23 lb/ft 685.7 114.7 4.71 5.41 Per ft of wall 7.03 23.94 lb/ft 2 156.0 26.0 4.71 1.23 * One side, excluding inside of interlocks. 52.76" 14.17" yy 0.375" 0.375" 11.93" 45.4° 52.76" 14.17" yy 0.413" 0.413" 11.97" 45.4° 52.76" 14.17" yy 0.394" 0.394" 11.95" 45.4° 52.76" 14.17" yy 0.335" 0.335" 11.89" 45.4° 7a 49.61" 13.70" yy 0.335" 0.335" 14.92" 55.4° Z SECTIONS CHARACTERISTICS Section S = Single pile Sectional Mass Moment Elastic Radius of Coating D = Double pile area of inertia section gyration area* modulus in 2 in 4 in 3 in ft 2 /ft 49.61" 13.70" yy 0.375" 0.375" 14.96" 55.4° AZ 17 Per S 13.50 45.96 lb/ft 478.1 64.1 5.95 2.82 Per D 27.00 91.93 lb/ft 956.2 128.2 5.95 5.61 Per ft of wall 6.53 22.24 lb/ft 2 231.3 31.0 5.95 1.35 AZ 18 Per S 14.69 49.99 lb/ft 517.5 69.3 5.93 2.82 Per D 29.39 99.99 lb/ft 1035.0 138.5 5.93 5.61 Per ft of wall 7.11 24.19 lb/ft 2 250.4 33.5 5.93 1.35 AZ 18 10/10 Per S 15.36 52.28 lb/ft 537.9 71.7 5.92 2.82 Per D 30.71 104.49 lb/ft 1076.1 143.7 5.92 5.61 Per ft of wall 7.43 25.27 lb/ft 2 260.3 34.8 5.92 1.35 AZ 19 Per S 16.00 54.43 lb/ft 559.8 74.6 5.92 2.82 Per D 31.99 108.86 lb/ft 1119.6 149.2 5.92 5.61 Per ft of wall 7.74 26.34 lb/ft 2 270.8 36.1 5.92 1.35 * One side, excluding inside of interlocks. 49.61" 13.70" yy 0.413" 0.413" 15.00" 55.4° 49.61" 13.70" yy 0.394" 0.394" 14.98" 55.4° 8a Z SECTIONS CHARACTERISTICS Section S = Single pile Sectional Mass Moment Elastic Radius of Coating D = Double pile area of inertia section gyration area* modulus in 2 in 4 in 3 in ft 2 /ft AZ 25 Per S 18.07 61.49 lb/ft 790.7 94.3 6.61 2.95 Per D 36.15 122.97 lb/ft 1581.3 188.6 6.61 5.84 Per ft of wall 8.74 29.74 lb/ft 2 382.6 45.7 6.61 1.41 AZ 26 Per S 19.31 65.72 lb/ft 840.2 100.1 6.59 2.95 Per D 38.63 131.44 lb/ft 1680.3 200.2 6.59 5.84 Per ft of wall 9.35 31.79 lb/ft 2 406.5 48.4 6.59 1.41 AZ 28 Per S 20.62 70.15 lb/ft 892.0 105.9 6.58 2.95 Per D 41.23 140.31 lb/ft 1784.1 211.8 6.58 5.84 Per ft of wall 9.97 33.94 lb/ft 2 431.6 51.2 6.58 1.41 AZ 34 Per S 22.80 77.61 lb/ft 1191.2 131.8 7.23 3.05 Per D 45.60 155.22 lb/ft 2382.3 263.6 7.23 6.07 Per ft of wall 11.03 37.54 lb/ft 2 576.3 63.8 7.23 1.47 AZ 36 Per S 24.13 82.11 lb/ft 1253.1 138.5 7.20 3.05 Per D 48.27 164.23 lb/ft 2506.3 277.0 7.20 6.07 Per ft of wall 11.67 39.73 lb/ft 2 606.3 67.0 7.20 1.47 AZ 38 Per S 25.50 86.75 lb/ft 1318.0 145.2 7.19 3.05 Per D 51.00 173.50 lb/ft 2636.0 290.5 7.19 6.07 Per ft of wall 12.33 41.97 lb/ft 2 637.7 70.3 7.19 1.47 * One side, excluding inside of interlocks. 49.61" 14.88" yy 0.709" 0.551" 18.11" 63.4° 49.61" 14.88" yy 0.748" 0.591" 18.15" 63.4° 49.61" 13.66" yy 0.512" 0.480" 16.81" 58.5° 49.61" 13.66" yy 0.551" 0.520" 16.85" 58.5° 49.61" 14.88" yy 0.669" 0.512" 1 8.07" 63.4° 49.61" 13.66" yy 0.472" 0.441" 16.77" 58.5° [...]... shear transfer across the interlock *: Classification according to ENV 199 3-5 Class 1 is obtained by verification of the rotation capacity for a class 2 cross-section A set of tables with all the data required for design in accordance with ENV 199 3-5 is available from our Technical Department All PU sections can be rolled- up or -down by 0.5 mm and 1.0 mm Other sections on request 17 U SECTIONS CHARACTERISTICS... AZ 34 630 AZ 36 630 AZ 38 For minimum steel thicknesses of 10 mm: AZ 13 10/10 670 304 10.0 10.0 AZ 18 10/10 630 381 10.0 10.0 For minimum steel thicknesses of 12.7 mm: AZ 26 + 0.5 630 428 13.5 12.7 204 101.1 161 57240 2675 1575 3155 2 2 2 2 2 2 *: Classification according to ENV 199 3-5 Class 1 is obtained by verification of the rotation capacity for a class-2 cross-section A set of tables with all the... Larssen interlock, has the following advantages: – an extremely competitive section modulus-to-mass ratio – increased inertia, reducing deflection and allowing high-yield steels to be used for the most economical solution – large width resulting in good installation performance – good corrosion resistance, the steel being thickest at the critical corrosion points t s h b Width Height Thickness Sectional... symmetrical form of the single element has made these sheets particulary convenient for re-use – The possibility of assembling and crimping the piles to pairs in the mill provides an improvement of the installation quality and performance – Easy fixing of tie-rods and swivelling attachments, even under water – Good corrosion resistance, the biggest steel thickness lying on the outer part of the geometry... the installation method In general, the maximum deviation of an interlock is 5° max max max deviation angle 5° Beyond this value the piles have to be bent 1651 2 1652 2 The maximum bending angle is = 25° The piles are bent in the middle of the web In general, bent piles are delivered as single piles Double piles upon request Z SECTIONS ANCHORAGE 14 Tie-Back Systems Most sheet pile retaining walls... the soil Temporary cofferdams generally use walers and struts for crossbracing inside the excavation Permanent or large retaining walls are often tied back to an anchor wall installed a certain distance behind the wall Other anchor systems, like injection anchors or anchor piles, can also be used The following drawing shows a typical horizontal tie-rod connection for sheet pile walls The following... 1 4 1 Plain tie-rod 7 2 3 5 9 9 2 Upset end tie-rod 3 Nut 4 Turnbuckle 5 Bearing plate 15 6 Bearing plate 3 7 on concrete 8 7 Waling 8 5 1 4 5 2 3 3 13 14 12 10 11 8 Spacer 9 Supporting console 10 Splicing plate 11 Splicing bolt 6 9 13 3 14 12 Fixing bolt 13 12 14 15 } Fixing plate U SECTIONS 15 U SECTIONS CHARACTERISTICS 16 The new AU series represents the following characteristics: Steel savings:... 58950 2670 16.17 2.00 338.2 265.5 kg/m 81520 3065 15.53 2.99 150.3 118.0 kg/m2 39300 1780 16.17 1.33 10.0 Per S y y'' 140.5 10.3 1500 – S: considered neutral axis y'-y' – D, wall: considered neutral axis y-y – T: considered neutral axis y"-y" 96.9 kg/m 9380 579 8.72 1.01 193.8 kg/m 66660 3000 16.43 2.00 370.3 290.7 kg/m 92010 3425 15.76 2.99 164.6 129.2 kg/m2 44440 2000 16.43 1.33 Per S y' 46.8 123.4... area Mass cm2 AU 23 59.6° 13.0 ~374 AU 25 59.6° 14.5 y' ~374 y 50.1 y'' 1500 AU 26 59.6° 15.0 y'' 451 y' y ~374 10.5 y' 151.3 50.4 1500 – S: considered neutral axis y'-y' – D, wall: considered neutral axis y-y – T: considered neutral axis y"-y" y y'' 1.03 17.10 2.04 Per T 390.2 306.3 kg/m 104680 3840 16.38 3.05 173.4 136.1 kg/m2 50700 2270 17.10 1.36 140.6 110.4 kg/m 10390 601 8.60 1.03 281.3 220.8 kg/m... 4440 177.6 Per m of wall 115.0 ~ 232 88.8 Per D Per m of wall 101.5 86.2 kg/m 219.0 172.4 kg/m2 55010 2500 15.83 1.61 Per S y y" 800 – S: considered neutral axis y'-y' – D, wall: considered neutral axis y-y – T: considered neutral axis y"-y" 76.4 2220 223 5.39 0.61 Per D 152.8 120.0 kg/m 13440 60.0 kg/m 1070 9.38 1.20 Per T 229.2 180.0 kg/m 18660 1240 9.02 1.80 Per m of wall 191.0 150.0 kg/m2 16800 . METRIC/IMPERIAL UNITS • EDITION 2003 GENERAL CATALOGUE 1-11-03-1-E STEEL SHEET PILING • GENERAL CATALOGUE • EDITION 2003 STEEL SHEET PILINGSTEEL SHEE T PILING STEEL. (+352) 5313 3290 E-mail: sheet-piling @arcelor. com Internet: www.alc .arcelor. com The data and commentary contained within this steel sheet piling document is for general information purposes only protection of excavations on land and in water and, in general, excavation work for bridge abutments, retaining walls, foundation structures, etc. Arcelor Long Commercial Sheet Piling is the sales